HomeMy WebLinkAbout706-1GENEHAL N
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES NO. 801 AND 882 AND
APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITIONJ OF THE UBC, CHAPTER 33.
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION.
3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA ALERT (1-800-422-4133)
48 HOURS PRIOR TO GRADING.
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGNEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS.
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN.
7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN
ON THE PLAN, AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISHED SURFACE.
8. FILLS SHALL BE COMPACTED THROUGHOUT TO 901% DENSITY AS DETERMINED BY THE MODIFIED THREE -LAYER ASTM D-1557-70
TEST METHOD.
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR AND
APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL.
10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED
BY THE SOILS ENGINEER.
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 112 INCH PER FOOT FOR A MINIMUM
OF 3 FEET, THEN 1 % (MINIMUM) TO FLOW LINE OF EARTH SWALE.
12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE I % IF CUT OR FILL SLOPE IS LESS THAN 10 FEET, AND 2% IF
CUT OR FILL IS GREATER THAN 10 FEET. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5 FOOT DEEP AND CONSTRUCTED A
MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES.
13. PROVDE 5-FOOT-1IVIDE BY 1-FOOT HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5 FEET HIGH.
14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100-YEAR STORM FLOWS, ALONG THE TOP OF CUT SLOPES.
15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERCOURSES SHALL BE PERMITTED.
16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PRODUCE A FINAL SOILS REPORT
WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS OF THE SOIL.
17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER
SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS.
18. THE SOILS ENGINEERING INVESTIGATION PREPARED BY "PACIFIC SOILS" AND THE ENGINEERING GEOLOGIC INVESTIGATION
DATED 5/3/2001 SHALL BE CONSIDERED A PART OF THIS GRADING PLAN, AND SHALL BE COMPLIED WITH.
19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATION. WHERE SPECIFIC ELEVATIO; IS ARE REQUIRED, THE ELEVATION J (WITH RESPECT TO MEAN SEA LEVEL)
SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS
REQUIRED THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY
CONSTRUCTION/GRADING.
21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING
AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30 FEET IN HEIGHT.
22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 FOOT.
23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO
FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO
PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED.
24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES:
A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL, AND
TERRACED AREAS AND ANY SUBSTRUCTURES.
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION, BENCHING, AND FILLING OPERATIONS.
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER MATERIAL.
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.
25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12 INCHES ON CENTER,
OR ANOTHER APPROVED GROUNDCOVER. SLOPES OVER 15 FEET IN VERTICAL HEIGHT, IN ADDITION
TO GROUNDCOVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATIONS THEREOF. SHRUBS SHALL BE
PLANTED AT 10 FEET ON CENTER; TREES, 20 FEET ON CENTER, COMBINATIONS, 15 FEET ON CENTER. SLOPES OVER 3 FEET
IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
UBC, CHAPTER 70.
26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
ADJOINING PROPERTIES DURING THE GRADING PROJECT.
27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON
AND SHALL BE IN PLACE AT TIME END OF EACH DAYS WORK.
28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS.
29. THE LOCATION AND PROTEC11ON OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITiEE.
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATIONS.
32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS
OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL
BE IN ACCORDANCE WITH ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAI' IUARIZE HIMSELF WITH THE SITE AND BE SOLELY
RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM
HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL.
35. APPROXIMATE DATE OF:
BEGINNING OPERATION: MARCH 2O05
COMPLETON: DECEMBER 2005
36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL %41TH A MAXIMUM DIMENSION GREATER THAN 3 INCHES WILL BE PLACED
IN FILLS WITH ROADBED AREAS OR 3 FEET OF FINISH GRADES, UNLESS THE LOCATION, MATERIALS, AND
DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER.
37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL.
38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT.
39. SITE MUST OBTAIN NPDES PERMIT TO REGULATE MUNICIPAL & INDUSTRIAL STORM WATER DISCHARGES.
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A. IN CASE ON EMERGENCY CALL DENNIS R. SMITH
Responsible person)
AT (909) 739 0458
24-hr. phone no.)
B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND
INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.
29242 03/31/07
NQTIF 1 CATIONS
NOTE: THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
FORTY-EIGHT (48) HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION:
CITY OF LAKE ELSINORE 1-909-674-3125
GENERAL TELEPHONE 1-800-422-4133
ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-909-674-3146
SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200
SOUTHERN CALIFORNIA EDISON COMPANY 1-800-684-8123
Signatu e) (RCE NO.) Expiration Date)
MEDIA ONE CABLE TV 1-909-674-7741
C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-422-4133
OCTOBER 15 THROUGH APRIL 15. NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND
STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES
OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. SOILS # N ER
PACIFIC SOILS ENGINEERING, INC.
E. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY, 7715 CONVOY COURT
WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. SAN DI EGO, CALIFORNIA 92111
TELEPHONE: (858) 560-1713
F. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTINGOPBASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL
ALSO BE IMMEDIATELY REPAIRED. PARDEE HOMES
10880 WILSHIRE BLVD., SUITE 1900
G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE LDS ANGELES, CALIFORNIA 90024
CONCLUSION OF EACH WORKING DAY.
TELEPHONE: (310) 475-3525
9A*
H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO PREVENT BASIS OF R1bjG9
PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS 2 FEET THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6,
OR CREATES A HAZARDOUS CONDITION. GRID BEARING BETWEEN N.G.S. STATION "WILDOMAR" AND N.G.S. STATION
METZ"* I.E. N06.21 '37"E THE COMBINED SCALE FACTOR AT CP 2015
IS 0.99989774 AS SHOWN ON TRACT MAP 29568, M.B. 29911-5.
E GINR` EnTir GRID = GROUND x COMBINED SCALE FACTOR 1.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR ENGINEER. 2.
ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC
RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT.
THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE
IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER
HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF
UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON
PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR
RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND
ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED
BEFORE STARTING WORK. 3.
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
THE PREPARER OF THESE PLANS. 4.
QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS
SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO
BIDDING FOR CONSTRUCTION. PRIVATE
ENGINEER'S NOTE TO CONTRACTOR THE
EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS OR
STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO
TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON
THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY
FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS. BENCH
LA&L-oELEVATION:
1400.873 DATE:
1970 RIVERSIDE
COUNTY DESIGNATION: E-14 - 70 DESCRIPTION:
2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE INTERSECTION
OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET NORTHWEST
OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE 1853732E,
1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN THE
TOP OF CONCRETE POST E-14-70. APPROVED
BY I DATE I CITY SEAL F.
ARTHJOREC IJA TITI; RAW
CUT= 107 X 75 = 8,025 C.Y. (SPOIL) LEGEND:
CURB
AND GUTTER 622 PROPOSED SPOT ELEVATION FS
RIGHT
OF WAY PROPERTY
LINE STREET
LIGHT EASEMENT
LINE 2.3%-- STREET GRADE PROPOSED
SLOPE"J WATER METER 6
05 FINISH CONTOUR ELEV. ® AIR CONDITIONER LIMITS
OF PAD ELECTRIC TRANSFORMER I
N TERCEP TOR DRAIN HANDICAP RAMP W
WA TER MAIN CURB INLET CA TCH BASIN S
SEWER MAIN FIRE HYDRANT DRAINAGE
SWALE ; EXISTING SLOPE 100.
0 H.P. HIGH
POINT OF SWALE DEEPENED
FOOTING BLOCK
WALL (PER SEPARATE PERMIT) 6'
HEIGHT WOOD FENCE POST -TENSION SLAB PHASE
LINE BLOCK
WALL VIITH GATE I'
DF DEEP -FOOTING ARCHITECTURAL
ENHANCEMENTS BV
BACKFLOW VALVE CERTIFICATION:
THESE
PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE
CONDITIONS OF DEVELOPMENT AND/OR CITY AND
STATE LAWS, AND A PERMIT CAN BE ISSUED. 4
O/S 05 KEN
SEUMALO, R.C.E. NO. 56915 DATE o
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CITY OF
LAKE ELSINORE TRACT NO.
31706 LOTS 1-107
BRIERCLIFF RELEASE 1-
13 PRECISE GRADING and
DRAINAGE PLAN SHEET:
OF: 1s
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FILE NO. 7OG